Abstract
A unified (combined) model of fatigue damage accumulation in structural materials in the ranges of low- and high-cycle fatigue under non-isothermal loading is presented. Under regular cyclic loading transition from low-cycle to high-cycle fatigue in the material is shown to go by degrees and depend on physical interaction of the mechanisms of high-cycle and low-cycle fatigue in the transition zone. The model is verified by comparing the computed fatigue curve for the 08X18H10T material with the experimental one. The results of the comparison show that the mathematical model developed adequately describes the combined effect of the low-cycle and high-cycle fatigue mechanisms. Key words: structural material, fatigue damage accumulation, low-cycle fatigue, high-cycle fatigue, mathematical model.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
